Stress-Strain Behaviour of a Saturated Clay for States Below the State Boundary Surface-Reference-Cited by-同舟云学术

Stress-Strain Behaviour of a Saturated Clay for States Below the State Boundary Surface

Published:1975-09 Issue:3 Volume:15 Page:13-25
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Balasubramaniam A.S.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference14 articles.

1. Some factors influencing the stress strain behaviour of clays;Balasubramaniam,1969

2. Stress history effects on stress-strain behaviour of a saturated clay;Balasubramaniam;Geotechnical Engineering, Journal of Southeast Asian Society of Soil Engineering,1973

3. A critical study of the uniqueness of state boundary surface for saturated specimens of Kaolin;Balasubramaniam;Geotechnical Engineering, Journal of Southeast Asian Society of Soil Engineering,1974

4. Correspondence on a paper by Roscoe and Poorooshasb. A theoretical and experimental study of strains in triaxial tests on normally consolidated clays;Calladine;Geotechnique,1963

5. The peak stress envelopes and their relation to the critical state line for a saturated clay;James,1971

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Compressibility and permeability of Bangkok clay compared with kaolinite and bentonite;Applied Clay Science;2011-04

2. Assessment of engineering properties of Bangkok clay;Canadian Geotechnical Journal;2007-02-01

3. Undrained Shear Behavior of Cement Admixed Clay at High Water Content;Journal of Geotechnical and Geoenvironmental Engineering;2004-10